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正截面受弯构件


[几何形状]
体形:

[材料条件]
混凝土:
钢筋:


[几何尺寸]
b = mm
h = mm
bf1= mm
hf1= mm
[受力、截面条件]
配筋方案:
M = kN*m (弯矩设计值)
as = mm (受拉钢筋合力点至受拉边缘的距离)
as1= mm (受压钢筋合力点至受压边缘的距离)